HomeMy WebLinkAboutTED4001480.29,
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�- CONSTRUCT CEMENT CON, SIDEWALK 4.5' WIDE 1•k" T G 33I.05' 331.52 `� STRUCT CEMENT CON. SIDEWALK 4 5 WIDE 1_ i _ 30
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CONSTRj,�_ CE_M. CONC. CURB a GUTTER - CONSTt�UC T CE �^ °� " JRE3 8 GUTTER
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I CURB RETURN DATA 0+30� CURB RETURN DATA j I \' Q Q�
- _ 320.94 -r
I 334.49' 333.81 ( I o.a Ao' 1
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L = 14,45 333.77 L = 14.45
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NOTE:
Terminate Curb Returns at back of sidewalk
at N.E. 20th ST. & N.E. 22nd ST.
For Driveway Locations See Sheets 5 & 6.
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INTERSECTION EDMONDS AVE. N.E. 8k N.E. 20th ST.
321.96'
CURB RETURN DATA 0++40 CURB RETURN DATA
322.47'
R = 20.00' R = 20.00'
L = 14. 45' L = 14 45'
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-CONSTRUCT CEMENT CON S DE'AA! K 4 5 wlnc y - T
323.78' 3 2 3. 59'
323.61 W 323.51
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325.38' 324.62' 324.02' 323.72' 323.59' 323.45'
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324.15'
325.33
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324,73'
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R = 20.0
L = 14. 4,
C = 14.14
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324.03'
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324.61'
324. 28'
324.38'
324.48'
328.58'
323.64'
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Paving INTERSECTION EDMONDS
F- 2 0 -- -- --- 2 0 --
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I GRADE a DRAIN REVISION
PE'a- RIEVIS
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SCHEDULE
CITY OF RIEN 1'0N
ENGINEERING DEPARTMENT
EDMONDS AVENUE N.E.
_ WE. a N.E. ;�tnd ST, STREET IMPROVEMENT
N.E. 20th ST. 8k N.E. 22nd ST. DETAILS
DESIGNED_ R. E.Jensen 7- 20-70
DATE FILE NO._-__--.-_
DRAWN R-E.J"
CHECKED B• A • P - SCALE 1 20 _ FIELD DOOK207
2t I AGL--.-_
R.E.J ?HMSS I �- z�-7o _ �--
1 Lott V A"W I n,ATIF APPROVED.- 4&21 .ti `_ SHEET-'?d/�
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